SW6220902_Plansheet - Other_20221102 (4)

LEGEND: ` • •
ECM® ECM -EXISTING CONCRETE MONUMENT
�S
EIP Oo EIP-EXISTING IRON PIPE ♦ Al
EIR Oo EIR-EXISTING IRON ROD )
/ J
ERB0 EPK-EXISTING PK NAIL / / � O NC GRID NAD 83 (2011)
EO ERB-EXISTING REBAR
slze0 SRB-SET REBAR
a COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY �� / 42 /
PROPERTY LINE / O /
PROPERTY LINE NOT SURVEYED
- oPL - - -OLD PROPERTY LINE
ADJACENT PROPERTY LINE / 39 MH 5
- - RIGHT-OF-WAY / j / / / / 3 +64.37 0.00 L
SETBACK LINE RIM 200.72 f / / ♦ _♦ q TC/�
- / / INV IN 185.26 (MH 6)
ss SANITARY SEWER LINE INV OUT 185.17 11 4) /
SD STORM DRAINAGE / / / LAT IN 185.84 / / / ) I I I ♦ EE Sye
w WATER LINE / / / 59 11 I �ET C
OVERHEAD UTILITY / 31+36.73 31+64.37
1 / / \ ♦ ♦�
- CREEK / TOP: 200.34
O / TOP: 200.55
WETLANDS / 7MH 13/ 41 \ INV: 195.34 NV: 195.55
+13 86 0.00 L
I �♦
PERMANENT EASEMENT / / RIM 204.86 31+15.74
5+85.04 7+13.86 INV IN 199.29 (MH 14) TOP: 200.06 , I
X FENCE LINE TOP: 214.33 TOP: 204.85 Q /
INV: 209.29 _ / _ - - _ INV OUT 197.67 (MH 6) NV: 195.06 / / �♦ i♦
WOODEN FENCE - BEND: 198.68-INV: 199.85 LAT IN 198.34 / r4 P: 200.30
38 /
TREE LINE W8 CI 33 \ ` / r o� TOP: 95.30 / / /
8M / O INV: 195.30 //
PP • UTILITY POLE ) 1 l y
C GUY WIRE GROVE WALK ROAD - 8M / CO�' �� /\,/ _
WV 50' R/W (PRIVATE)+oo °�
N WATER VALVE SS `� ' ° i / (/ t / ♦ �� (/ �__
FIRE HYDRANT 288.28 LF ® 5.49% 8" SDR 26 PVC 8 �� �<b v® 'C N/`
SANITARY SEWER MANHOLE CI 34 �4 4 M 8+28.9 ry l�
60
SS 3 <F CI 26\ / ■ � - � ■ J&K GENERAL CONTRACTOR, I
GRAVEL o
` / DB 1336, PG 761
��� co ( ■ I '
ASPHALT TOP: 209.89 -' - - 89 8" GV / / / -� C %
WATER - - - INV: 204.89 1� 9 8' S o 30+29.4 �/ w /� 1 / % l /^°�
R / I STA
EXIST 10.00 , ♦ / ^ C \ \ /
TILITY PO 35 � � 8" GV 'o
WETLANDS ENT ' CI 27 26 30+19.3 / xoo , / STA 0+25 0.00 ■ ♦ /40
0 PROPOSED SANITARY SEWER MANHOLE I I / SS pVC / RIM 186.18 ■ �'� ' / /
/ 8" GV / A, INV IN 173.89 (MH 18) ■ ■ �♦
• PROPOSED CLEANOUT 30+09.3 `� SSMH INV OUT 172.64 I -
8" GVRIM 182.99 � � ♦
�iPROPOSED FIRE HYDRANT TOP: 200.74 / � 1
� o / 00 r.1172.89 MH 18 I I I `♦ I
y�o 25 / / INV: 195.74 x .89 ■ L■J PROPOSED WATER METER 50 / 6'' STA 0+49.73 0.00■ .^
H PROPOSED WATER VALVE 0 s44 40
RIM 182.10 / 1
• PROPOSED BLOW OFF QJ�' xeQg� TOP +198 54 / / 61 / / / / �' , INV O 174. (MH 17) 58 I 1
MH 6 NV: 193.54 S'OQ INV OUT 174.05 (M� EXIST 14258) I \
1-7A PROPOSED TEE I
30+03.42 0.00 L R. ry / I
RIM 198.56 Q / / / / / / /C 26 0 / ■ /�
' INV IN 190.67 (MH 13 �O 30+098. / L ■ /� \ 111 1 I
J TOP: 198.42 ^°� C /
( ) � INV. 193.42
INV OUT 186.22 (MH 5��CI 28 °��/ I / / / / �� / I ' /��l <ol
CI 29 / / / / / 5ry ^ I ( / N /FO
1 I
8" GV �ti� 20' UTILITY EASEMENT ♦1/ DB0DRO1310W GIL972 1
/ / \ 28+ 84.1
8"X6" TEE o�xo 62 / JG / / ♦ �'
28+74.1 MH 7
P� 28+91.23 0.00 L / Q
INV IN 187.09 (MH 8)
1
Ov / / 8" GV 6" GV INV OUT 186.99 (MH 6) / / / / / / �� / / ♦ /� �/ \ -
/ o / 28+64.1\/ CI 23r-0+07.1 lb
CI 30 / / / _1*
1 I
CI 31 1 0 ♦ / \
PP
PO 0+69.6 'xO�ijy �Q- 30ROMGTOP OF BANK �/ / ♦ /40/ / / �%
o Go tip
'g`N,��' O PLUG & TAP .6 0+89. \ ? q��/r / / / ♦ �` / \\ 1
/FH
�p / \ / I
/ 26+99.89 �� 2748.o3 / A / ♦ / / V , 1
TOP: 200.47 / ♦ ♦ N /F I
/ MH 9 26+77.61 INV: 195.47 TOP: 197.57 / ♦ ��/ / ♦ , 1
ALLEN BAREFOOT JR.
/ MH 17 (OUTSIDE DROP) i ♦ / DB 769, PB 532
26+25.18 0.00 TOP: 201.20 ,INV: 192.57
RIM 202.94 INV: 196.20 0 STA INV IN 190.98 (MH 10) P / O RIM 189.18
189 5812 0.00 L \ o / ' ' ♦ / ♦ \ \, \
JC 27+70.10 / 70
INV OUT 190.88 (MH 8) /w8 SpR 26 NV: 1193.06 o INV IN 184.35 (MH 16)-
`
_ - _LAT IN 191.55 898.06
a x
i y5q. Z�x MH g / ^ INV OUT 177.03 (MH 18) o / ♦ \ 1
■ W8 F Z' 95 27+33.0.00 L o ♦/ � ♦ '// / \ \, /
ECI 19 6I RIM 199.3.36
1� INV IN 188.13 (MH 9)/
6+00 / INV OUT 188.03 (MH 7) ^�h / yry° / % / \ \ ♦ /
63
CI 20 / BOX CULVERT & HEADWALL
78"H X 156"W X 86'L ♦ / \ `♦ \ /
26+43.12 / INV IN 176.20 ■ / 6 \ /
26+25.18 TOP: 202.16 1� / \ \ ♦ ,\ / / I
TOP: 202.75" • INV OUT 175.50 ■ A
NV: 197.16 / x \ \
NV: 197.75 �/ / / / I 1 _ L ♦�sz9 OO / \15/
PO 21 // j / / / / / ' t - - i ��x 3+ 9.60
i / / / ♦ I !y TOP: 189.76
U / / / / gry° / ♦ �i / INV: 185.69
/ 1 QR 2" PLUG- 2" BO
W / / / // / 1 S9�s 3+90.1 3+87.9\
1.98
� I 72 / /♦ �/ vAlf TOP+2189.26 ��6 \\ 4+13.10 W ` INV: 185.55 AG 2" BV TOP: 193.09 \, N F /+
� 73 / / / / .♦/ 10' UTILITY EASEMENT / i p 3+94.8 INV: 188.09 \ �\ ,\ STUART VALEVIS &WIFE C4.4
24 SSMH #10332 RHONDA VELEVIS
1 / / / RIM 184.84
W / 5 / J INV IN 176.14 ( , / / ♦ S \ \ \ \ , DB 333, PG 1
524 / /lull
\ \ ,
\r
Q T� 5 4- / ■ 69 / / MH 16 \ ,\ C4.2 C4■3
> / ■ �, / / \ STA 4+44.98 0.01 R\
� 30' NEGATIVE BUFFER RIM 194.79 / - - i ��� ♦ � � � / r' INN OUT 185.47 (MH 17)
- FROM TOP OF BANK �/ ♦ / ti \ \\ \ \ -\
/ � � - _ �, \� � LAT IN 186.14 \ C4.1
--------- //f� \
�� / 3P 919 . 4+67.85 \ \ \ \
TOP: 192.67 \
TOP: 195.34
♦. ■ ■ - � ,� / / ��, �•\, M,/ . INN: 186.61 � !INV: 190.34 � � � � \ \ \ \ - - - _ _ _ SHEET KEY
♦ // / 4+18.22 W2 \ \ \
' ♦ - / ♦ / ,/ , �`/ // TOP: 193.23". 4+67.87� Rx9 \ \ \ \
TOP: 195.35 ! O
INV- 190.35
-------------
0000
' ' \� ♦� 30' VEGATIVE BUFFER
/ / / ♦i� FROM TOP OF BANK
zoo
185 /_ \ I I-
�-� 155- / ^��� / / 6 - , \ 66 \ 1 I • I, I \ CLAUDE TH MAS CANIPE
�
'♦ / COUNTY OF HOKE / / / �,/ / / / 30' VEGATIVE BUFFER �I I 1 I DB 224, PG 20
/
30' UTILITY EASEMENT ^o / \ FROM TOP OF BANK
♦ / _ _�
/ DB 885, PG 710 _ / - - ■
PC 3, SLIDE 3-99, AP 001 / / / / / 205 \ `'ems I I I 1 ■ I11 V
0
® • ♦ / / // /�o�/ , \ ` I I I�� GRAPHIC SCALE
/ 5 /
r9 \ \ I • I - I 40 0 20 40 80 160
/ r � y�I
Know what's b@IOW. 1 I : N F / //- � / / ► I� I �i\
( IN FEET
Call before you dig. ■ , LUMBEE QUALITY BUILDERS INCORPORATED /� % r 1 inch = 40 )ft.
DB 1228, PG 714
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
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REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
DETAILED
UTILITY PLAN
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
APRIL 5, 2022
SHEET NUMBER
C-4n3